Seismic response assessment of tapered piles in sandy soils: A numerical investigation by Musab Aied Qissab Al-Janabi, Duaa Al-Jeznawi, Luís Filipe Almeida Bernardo, Laith Sadik, Jorge Miguel de Almeida Andrade

“…This study aims to investigate the seismic response of tapered piles in sandy soils using non-linear three-dimensional (3D) finite element analyses. …”
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Investigation of new confined concrete-filled aluminum tube piles: Experimental and numerical approaches by Fadhil Al-Darraji, Monower Sadique, Turki S. Alahmari, Zelong Yu, Ali Shubbar, Tina Marolt Cebasek

“…This research aims to introduce and test a Confined Concrete-Filled Aluminum Tube Pile (CCFAT) as an innovative composite pile that embodies a distinctive amalgamation of favourable material characteristics. …”
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Dynamic Response of Pile-Raft Systems with Various Forms of Connection under Cyclic Condition by Juan Du, Xiao-Peng Lei, Di-Fan Ren, Zai-Cheng Wang, Yang Zhang

“…This study aimed to examine the aseismic performance of the pile-raft systems with various connection forms. …”
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Numerical Study on Optimization of Piled Raft Foundation on Stratified Soil under Static Load by Getasew Mare Yirsaw, Argaw Asha Ashango

“…This research aims to optimize the PRF design for a 48-story Commercial Bank headquarters building in Addis Ababa, Ethiopia, by conducting parametric study on various pile configuration using FLAC3D (Fast Lagrangian Analysis of Continua in three Dimensions) software. …”
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Experimental study on the effect of surface-projected conditions on the mechanical behavior of pile embedded in sand by Suhyuk Park, Gi-Yun Kim, Ilhan Chang

“…Despite the use of a wide variety of surface-projected conditions, detailed investigations considering various dimensions and angles of surface-projected piles remain limited in the current literature. This study aims to assess the effects of surface-projected widths w p (10 mm, 20 mm, 40 mm) and angles θ (18°, 27°, 45°, 90°) on pile penetration resistance using a two-dimensional model and PIV analysis. …”
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Optimization of steel anchor pile configurations for enhanced pullout resistance in expansive soil foundations by Abhishek Sharma, Anjana Kumari, Abdullah H. Alsabhan, Shamshad Alam, Kanwarpreet Singh, Aditya Kumar Tiwary, Jibran Qadri, Amenjor Senagah, Gaurav Juneja, Rupesh Gupta, Ankush Mehta

“…Abstract This study aims to predict the pullout behavior of steel anchor piles in saturated expansive soil using finite element method-based PLAXIS 3D CONNECT Edition V22 software. …”
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Configuration of fast/slow charging piles for multiple microgrids considering climbing costs and load fluctuations by Lei Yang, Gang Huang, Zhilong Wen, Jinzhe Li, Zhe Zhang, Wenzhuo Hu

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Damage Localization of Piles Based on Complex Continuous Wavelet Transform: Numerical Example and Experimental Verification by Wenting Zheng, Sifan Wang, Chengxu Lin, Xianying Yu, Jingliang Liu

“…To address these issues, a numerical example of 3D finite element pile model followed by a parameter analysis and an experimental verification on an actual pile are investigated. …”
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Multi-Objective Optimization of Steel Pipe Pile Cofferdam Construction Based on Improved Sparrow Search Algorithm by Zaolong Jiang, Chengfang Yang, Hongbo Yue

“…This paper develops a multi-objective optimization model to address the absence of systematic and practical evaluation methods for selecting construction schemes for steel pipe pile cofferdams. The model aims to minimize duration and cost while maximizing quality. …”
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Influence of the α Angle of Flexible Concrete Expanded-Plate Piles on the Bearing Capacity under Horizontal Load by Yongmei Qian, Yang Chen, Lina Xu, Ruozhu Wang, Sheng Chao

“…This study uses the two methods of small-scale half-plane pile model test and finite element simulation analysis of ANSYS, after referring to the equipotential pile test at the actual site. …”
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Study on the Effect of Rock Mass Wetting and Drying Cycle on the Mechanical Behavior of Rock-Socketed Piles on Slopes by CAO Ting, HE Liu, WANG Wei, ZHAO Wang, LIU Zhao, ZHONG Junhui

“…The aim is to explore the impact of rock mass weakening on the mechanical behavior of bridge rock-socket piles under wetting and drying cycles. …”
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Comparative study of structural behavior of CFRP tubes and traditional steel for pile and column applications compliance with international codes by Mahmoud El Gendy, Ibrahim El Arabi, Ahmed ELbarbary, Mohamed Hamed

“…By comparing design requirements for general properties, bending, and column provisions, this paper aims to identify significant differences in design procedures. …”
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Effect of Inertial and Kinetic Forces of a Soil–Pile–Structure System on the Behavior of a Superstructure Under Earthquake by Sun-Yong Kwon

“…This study aims to investigate the combined effects of inertial and kinematic interaction on the dynamic response of pile foundations under seismic loading. …”
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Efficacy of the Combined Use of Bed Sill and Sacrificial Piles to Control Local Scour around Circular Bridge Piers by Vahid Javidi Vahdati, Ahmad Ahmadi, Amirabbas Abedini, Manouchehr Heidarpour

“…The investigation was aimed at evaluating the effectiveness of the sacrificial piles as a function of different dimensionless groups. …”
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Comparison of Field Ultimate Capacity (Static and Dynamic Load Test) with the Analytic Design of Bored Pile in Granular Soil, Batam, Indonesia by Rizki Kurniadhi, Hary Christady Hardiyatmo, Fikri Faris

“…This study aims to compare the ultimate capacity of the pile based on the result of static load test, dynamic load test, and pile design in granular soil of Batam, Indonesia, in which Chin-Kondner, Mazurkiewicz, Davisson, and Hansen 80% methods are utilized to obtain ultimate capacity (Qu) of static load test and dynamic test analysis apply Case Pile Wave Analysis Program (CAPWAP) method to gain ultimate capacity. …”
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Experimental Study on Bending Performance of Prefabricated Retaining Wall by Yidan Ma, Hengchen Du, Shicheng Nie, Kai Zhu, Han Liu, Dehong Wang

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Analysis of Slope Stability on Subulussalam - Lipat Kajang Road by Jumelia Ardika, Halida Yunita, Munira Sungkar, Abdiel Khaleil Akmal

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Stability Analysis and Parameter Optimization of Deep Excavation Supporting System in Granular Soils by Manman Dong, Pengjiao Jia

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Analysis of Foundation Pit Support Selection and Design Problems in Deep Soft Soil Area by Mengmeng Zang, Quan Peng, Cuiying Wang

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Study on Calibration Tests for Interface-Type Earth Pressure Cell Based on Matching Error Analysis by Mingyu Li, Longwei Zhu, Jicheng Shu, Zhenzhen Lu, Yunlong Liu

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